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<br />Table 3.2 Effective FEMA Water Surface Profiles. <br /> <br />.]ross Section Water Surface Elevations (ft, NGVD) Location <br />ID: Station 10-Year 50-Year 100-Year 500- Year <br /> Cache la Poudre River Main Channel <br /> COFC LOMR <br /> COFC LOMR COFC LOMR [FEMA, 1999J COFC LOMR <br />As Reported In: {FEMA, 1999J [FEMA,1999] Profile 06P/ [FEMA, 1999J <br /> Profile 06P Profile 06P Floodway Data Profile 06P <br /> Table 2 <br />AJ:218012 4922.7 4923.8 4924.2 4924.9 D/S Cum:nt Study Limit <br />D/S Timnath Diversion Dam <br />218017 4924,6 4924.5 4924,5 4925.2 VIS Timnath Diversion Dam <br />218990 4925,1 4926,0 4926.7 4927.8 <br />AK:219777 4925,9 4927,2 4927,9 4929.4 <br />AL:220627 4927.6 4929.5 4930.3 4931,9 <br />221637 4929.1 4931.1 4931.9 4933.8 D/S Lemay Bridge <br /> COFC FIS <br /> COFC FIS COFC FIS [FEMA, 1996] COFC FIS <br />As Reported In: [FEMA, 1996] [FEMA, 1996] Profile 06P & [FEMA, 1996] <br />Profile 06P & Profile 06P & Profile 07P/ Profile 06P & <br /> Profile 07P Profile 07P Floodway Data Profile 07P 07P <br /> Table 2 <br />AM:221702 4929.3 4931.4 4932.3 4934,1 VIS Lemay Bridge <br />222377 4930.9 4933.3 4934.4 4936.5 D/S Mulberry Bridge <br />AN:222452 4931.0 4933.3 4934.4 4936.8 U/S Mulberry Bridge <br />AO:223617 4933.3 4935.6 4936,7 4939.1 Lincoln Spill Confluence <br />. AP:224597 4939.0 4939.7 4939,9 4940.8 <br />AQ:226167 4941.0 4942,7 4943.4 4944.3 <br />AR:227397 4943,1 4945.8 4946.6 4948.2 D/S Lincoln Bridge <br />227437 4943.4 4946.2 4947.0 4949.4 U/S Lincoln Bridge <br />AS:228117 4947.1 4950.3 4951.6 4953.7 Lincoln Spill Divergence <br />Lateral Spill Over Left Bank <br />As Reported In: RCUPR05 RCUPR05 RC1JPR05 RCUPRS05 <br />[ACE, 2005] [ACE, 2005] [ACE, 2005] [ACE, 2005] <br /> D/S Study Limit 2005 <br />228637 4948.3 4951.9 4953.7 4956.5 Removal Action LOMR <br /> D/S Linden Bridge <br />A T:228687 4948.3 4951.9 4953.7 4956,6 VIS Linden Bridge <br />229322 4949.6 4952,7 4954.5 4957.0 <br />AU:229477 4951.8 4954.9 4956.5 4959.8 <br />229757 4952,7 4955.2 4956,5 4959,6 <br />229997 4953.8 4956.6 4958.2 4961.2 D/S B.N.R.R. Bridge <br />AV:230017 4953,8 4956.7 4958.3 4961.4 U/S B.N,R,R, Bridge <br />230193 4953.9 4956.6 4958,5 4963.4 <br />230355 4957.5 4958,9 4959.5 4963.6 Center of Boat Chute <br />A W:230467 4958.9 4961.8 4962,6 4963.8 D/S Coy Ditch Diversion Dam <br />230472 4959.8 4962.7 4963.4 4964.3 U/S Coy Ditch Diversion Dam <br />230817 4961.6 4963.9 4964.8 4965.6 D/S U.S. HWY 287 Bridge <br /> VIS Current Study Limit <br />AX:230897 4961.6 4964,1 4965,0 4965,9 VIS Study Limit 2005 <br />Removal Action LOMR <br /> U/S U,S. HWY 287 Bridge <br /> <br />COFC2003-1O Oxbow FINAL LOMR.doc <br /> <br />3.4 <br /> <br />ANdERSON CONsulTiNG ENqiNEERS, INC. <br />